A strong vibration liquefied ground dynamic compaction reinforcing device

Abstract

This invention discloses a high-vibration liquefaction foundation dynamic compaction reinforcement device, comprising a loader, a fixed frame, a lifting frame, a compaction hammer, and a hydraulic lifting rod. The fixed frame is fixedly installed on one side of the loader, and the lifting frame is slidably installed inside the fixed frame. The compaction hammer is located at the bottom of the lifting frame. One end of the hydraulic lifting rod is mounted on the fixed frame, and the other end is mounted on the lifting frame. A waste soil recovery mechanism is provided on the lifting frame, comprising a waste soil collection unit and a crushing and storage unit. The waste soil collection unit is located inside the lifting frame and is used to collect waste soil and gravel generated during the compaction process. The crushing and storage unit is located outside the lifting frame and is used to store and crush the waste soil and gravel collected by the waste soil collection unit, processing them into granular materials for foundation reinforcement. This device can collect the waste soil and gravel accumulated by the compaction hammer during the compaction process, and subsequently backfill in layers. The operation is simple and convenient.

Description

Technical Field

[0001] This invention relates to the field of foundation dynamic compaction reinforcement equipment, specifically to a dynamic compaction reinforcement device for liquefied foundations subjected to strong vibration. Background Technology

[0002] Liquefaction foundation refers to a type of foundation in which, under specific external forces, originally stable saturated loose soil experiences a sharp increase in pore water pressure and a rapid decrease or even approaches zero in effective stress, resulting in a significant loss of shear strength and exhibiting characteristics similar to liquid flow. Liquefaction foundation reinforcement utilizes hydraulic compactors, which are impact compaction devices that combine hydraulic drive with gravity and energy storage for pressurization. Their working principle is the same as that of dynamic compaction machines, both using the impact force and energy generated by the falling hammer to compact and reinforce the foundation.

[0003] Currently, relevant liquefaction foundation reinforcement technologies are typically mounted on loaders or excavators. The hydraulic system lifts the rammer to a set height and then releases it. The rammer accelerates its descent under the assistance of gravity and a hydraulic accumulator, impacting the grounding hammer head with a buffer pad. The kinetic energy is transmitted to the stratum in the form of a high-intensity pressure wave, causing the soil particles to reorganize and compact, thereby improving the foundation's bearing capacity and enhancing its resistance to liquefaction.

[0004] During the process of using hydraulic compactors to reinforce liquefied foundations, a large amount of soil accumulates on the compaction hammer. To remove this soil, the compaction hammer needs to be moved out of the compaction area and tilted for cleaning. However, hydraulic compactors do not have a soil collection function, which requires operators to manually transport the soil outside the compaction area to the compaction area to complete the backfilling and compaction work. Therefore, when it is necessary to backfill and compact the soil in layers in the compaction area, there is a technical problem that the soil accumulated during the compaction process cannot be directly utilized. Summary of the Invention

[0005] The purpose of this invention is to provide a device for strengthening liquefied foundations by strong vibration compaction, which can solve the technical problem in the prior art that the soil accumulated during the compaction process cannot be directly utilized.

[0006] To achieve the above objectives, the present invention adopts the following technical solution: A high-vibration liquefaction foundation dynamic compaction reinforcement device includes a loader, a fixed frame, a lifting frame, a compaction hammer, and a hydraulic lifting rod; The fixed frame is fixedly installed on one side of the loader, and the lifting frame is slidably installed inside the fixed frame; the tamping hammer is installed at the bottom of the lifting frame; one end of the hydraulic lifting rod is installed on the fixed frame, and the other end of the hydraulic lifting rod is installed on the lifting frame. When the hydraulic lifting rod is raised or lowered, it drives the lifting frame to slide vertically along the fixed frame. A waste soil recycling mechanism is provided on the lifting frame. The waste soil recycling mechanism includes a waste soil collection unit and a crushing and storage unit. The waste soil collection unit is located inside the lifting frame and is used to collect waste soil and gravel generated during the compaction process. The crushing and storage unit is located outside the lifting frame and is used to store and crush the waste soil and gravel collected by the waste soil collection unit and process them into granular materials for foundation reinforcement.

[0007] Preferably, the waste collection unit includes a feed baffle, a conveying assembly, fixed fins, a dual-axis independent motor, an auxiliary drive assembly, and a collection container. Multiple feed baffles are spliced ​​together to form a material-blocking space, and the conveying assembly is located within the material-blocking space. The dual-axis independent motor is fixedly mounted on the top of the conveying assembly and is used to drive the conveying assembly and the auxiliary drive assembly. The auxiliary drive assembly is used to drive multiple feed baffles to move synchronously. The collection container is located at the bottom of the auxiliary drive assembly.

[0008] Preferably, the material conveying assembly includes a material conveying shell, a feeding screw, and a discharge pipe. The material conveying shell is fixedly installed inside the lifting frame. The feeding screw is rotatably installed inside the material conveying shell, and the top of the feeding screw is poweredly connected to the first output end of the dual-shaft independent motor. Multiple discharge pipes are provided on the material conveying shell, with one end of the discharge pipe located inside the material conveying shell. The material conveyed upward by the feeding screw is discharged outward through the discharge pipe.

[0009] Preferably, the auxiliary drive assembly includes a drive gear, a driven gear, a first drive shaft, a second drive shaft, a synchronous pulley, a transmission belt, a forward threaded rod, a first lifting plate, a first nut, a reverse threaded rod, a second lifting plate, and a second nut; one end of the first drive shaft is poweredly connected to the second output end of the dual-shaft independent motor; the drive gear is fixedly installed at the other end of the first drive shaft; the driven gear is fixedly disposed at one end of the second drive shaft, and the drive gear meshes with the driven gear; the other end of the second drive shaft is fixedly connected to a synchronous pulley; two adjacent synchronous pulleys are poweredly connected through the transmission belt; the forward threaded rod is fixedly disposed at the bottom of the synchronous pulley; a first lifting plate is disposed at both ends of the top of each feed baffle, and a first nut is disposed on the first lifting plate, the first nut being threadedly connected to the forward threaded rod; the reverse threaded rod is fixedly disposed at the bottom of the forward threaded rod; multiple second lifting plates are fixedly connected to the collection container; a second nut is disposed on the second lifting plate, the second nut being threadedly connected to the reverse threaded rod.

[0010] Preferably, a support plate is fixedly provided on the material conveying housing, and the second transmission shaft is rotatably mounted on the support plate.

[0011] Preferably, the crushing and storage unit includes a processing shell, a fixed hanging plate, a crushing roller, an outer shaft, an inner shaft, a first bevel gear, a second bevel gear, a crushing drive motor, a discharge pipe, and a control valve. The fixed hanging plate is disposed on the top of the processing shell. The crushing roller is fixedly disposed on both the outer shaft and the inner shaft. The first bevel gear and the second bevel gear are fixedly disposed at both ends of the outer shaft, and the first bevel gear and the second bevel gear are also fixedly disposed at both ends of the inner shaft. The corresponding first bevel gear and the second bevel gear are meshed together. The crushing drive motor is fixedly disposed inside the processing shell and is used to drive the outer shaft and the inner shaft to rotate. Multiple discharge pipes are disposed at the bottom of the processing shell, and the control valve is disposed inside the discharge pipes.

[0012] Preferably, a first spur gear is fixedly mounted on the outer shaft, and a second spur gear is fixedly mounted on the inner shaft, wherein the first spur gear and the second spur gear are meshed together.

[0013] Preferably, a material-gathering baffle is provided inside the processing housing, the material-gathering baffle being used to gather material inward.

[0014] Preferably, the fixed hanging plate is provided with a rectangular opening.

[0015] Preferably, there are four outer shafts and four inner shafts, with the four outer shafts arranged in a rectangular shape and the four inner shafts located inside the four outer shafts.

[0016] In this invention, the waste soil collection unit can automatically and efficiently collect the waste soil and gravel accumulated by the tamping hammer during the tamping process. By raising and lowering the feed baffle, the waste soil and gravel are dynamically collected. Under the action of the feeding screw, the collected waste soil and gravel are transported to the subsequent processing stage through the discharge pipe, thus realizing the automation of waste soil collection and solving the technical problem that the soil accumulated during the tamping process cannot be directly utilized.

[0017] The set-up crushing and storage unit can store the waste soil and gravel transported from the waste soil collection unit, and use the rolling roller to crush the waste soil and gravel, turning them into granular materials that can be used for foundation reinforcement. These materials can then be discharged from the discharge pipe for use, which is beneficial for backfilling in layers after compaction. Attached Figure Description

[0018] Figure 1 This is a schematic diagram of the overall structure of the present invention; Figure 2 This is a schematic diagram showing the connection between the waste soil collection unit and the lifting frame of the present invention; Figure 3 This is a partial structural diagram of the waste soil collection unit of the present invention; Figure 4 This is a schematic diagram of a partial structure of the tamping hammer of the present invention; Figure 5 This is a schematic diagram of the synchronous pulley and transmission belt transmission structure of the present invention; Figure 6 This is a schematic diagram of the connection structure between the forward threaded rod and the reverse threaded rod of the present invention; Figure 7 This is a schematic diagram of a partially cut-open state of the broken storage unit of the present invention; Figure 8 This is a schematic diagram of the transmission connection between the outer shaft and the inner shaft of the present invention; In the diagram: 1. Loader; 2. Fixed frame; 3. Lifting frame; 4. Tamping hammer; 5. Hydraulic lifting rod; 6. Waste soil recycling mechanism; 60. Waste soil collection unit; 61. Crushing and storage unit; 600. Feed baffle; 601. Conveying assembly; 602. Fixed fin; 603. Dual-shaft independent motor; 604. Auxiliary drive assembly; 605. Collection container; 610. Processing shell; 611. Fixed hanging plate; 612. Compactor roller; 613. Outer shaft; 614. Inner shaft; 615. First bevel gear; 616. Second bevel gear; 617. Crushing drive motor; 618. Discharge pipe; 619. Control valve; 620. First spur gear; 621. Second spur gear; 622. Material gathering baffle; 6010. Conveying housing; 6011. Feeding screw; 6012. Discharge pipe; 6041. Drive gear; 6042. Driven gear; 6043. First drive shaft; 6044. Second drive shaft; 6045. Synchronous pulley; 6046. Drive belt; 6047. Forward threaded rod; 6048. First lifting plate; 6049. First nut; 6050. Reverse threaded rod; 6051. Second lifting plate; 6052. Second nut; 6053. Support plate. Detailed Implementation

[0019] The present invention will be further described below with reference to the accompanying drawings: like Figures 1 to 8 The device shown is a high-vibration liquefaction foundation dynamic compaction reinforcement device, which includes a loader 1, a fixed frame 2, a lifting frame 3, a compaction hammer 4 and a hydraulic lifting rod 5. The loader 1 provides power to the device and drives the device to move in position.

[0020] The fixed frame 2 is fixedly installed on one side of the loader 1, and the lifting frame 3 is slidably installed inside the fixed frame 2; the tamping hammer 4 is fixedly installed at the bottom of the lifting frame 3. A hydraulic lifting rod 5 is installed on each side of the fixed frame 2, and the two hydraulic lifting rods 5 move synchronously, with the loader 1 providing the driving force for the movement of the hydraulic lifting rods 5. One end of the hydraulic lifting rod 5 is installed on the fixed frame 2, and the other end is fixedly installed on the lifting frame 3. When the operator controls the hydraulic lifting rod 5 to raise or lower, it drives the lifting frame 3 to slide vertically along the fixed frame 2, thereby controlling the raising and lowering of the tamping hammer 4.

[0021] A waste soil recycling mechanism 6 is installed on the lifting frame 3. The waste soil recycling mechanism 6 includes a waste soil collection unit 60 and a crushing and storage unit 61. The waste soil collection unit 60 is located inside the lifting frame 3 and is used to collect waste soil and gravel generated during the compaction process.

[0022] The waste collection unit 60 includes a feed baffle 600, a conveying assembly 601, a fixed fin plate 602, a dual-shaft independent motor 603, an auxiliary drive assembly 604, and a collection container 605. Multiple feed baffles 600 are assembled to form a material-blocking space, and the feed baffles 600 are located on top of the compaction hammer 4. The fixed fin plate 602 is slidably disposed on the outside of the feed baffle 600. The bottom of the fixed fin plate 602 is fixedly connected to the top of the compaction hammer 4, and the top of the fixed fin plate 602 is fixedly disposed on the bottom of the lifting frame 3.

[0023] A dual-axis independent motor 603 is fixedly mounted on top of the conveying assembly 601 and is used to drive the conveying assembly 601 and the auxiliary drive assembly 604. The dual-axis independent motor 603 has two independent output shafts, but two motors can also be used to replace the dual-axis independent motor 603.

[0024] The material conveying assembly 601 is located within the material blocking space. The material conveying assembly 601 includes a material conveying housing 6010, a feeding screw 6011, and discharge pipes 6012. The material conveying housing 6010 is fixedly installed within the lifting frame 3. The feeding screw 6011 is rotatably installed within the material conveying housing 6010, and its top is poweredly connected to the first output end of a dual-shaft independent motor 603. Multiple discharge pipes 6012 are provided on the material conveying housing 6010, with one end of each discharge pipe located inside the housing. Waste soil and gravel conveyed upwards by the feeding screw 6011 are discharged outwards through the discharge pipes 6012. In this embodiment, four discharge pipes 6012 are provided.

[0025] The auxiliary drive component 604 is used to drive multiple feed baffles 600 to move synchronously.

[0026] The auxiliary drive assembly 604 includes a drive gear 6041, a driven gear 6042, a first drive shaft 6043, a second drive shaft 6044, a synchronous pulley 6045, a drive belt 6046, a forward threaded rod 6047, a first lifting plate 6048, a first nut 6049, a reverse threaded rod 6050, a second lifting plate 6051, and a second nut 6052.

[0027] One end of the first drive shaft 6043 is poweredly connected to the second output end of the dual-shaft independent motor 603 via a coupling; the drive gear 6041 is fixedly installed at the other end of the first drive shaft 6043. The driven gear 6042 is fixedly installed at one end of the second drive shaft 6044. The drive gear 6041 and the driven gear 6042 are meshed together. When the second output end of the dual-shaft independent motor 603 rotates, the first drive shaft 6043 rotates accordingly. Through the meshing of the drive gear 6041 and the driven gear 6042, the second drive shaft 6044 rotates.

[0028] A support plate 6053 is fixedly installed on the material conveying housing 6010, and the second drive shaft 6044 is rotatably mounted on the support plate 6053 via bearings.

[0029] The other end of the second drive shaft 6044 is fixedly connected to a synchronous pulley 6045; two adjacent synchronous pulleys 6045 are poweredly connected by a drive belt 6046. When the second drive shaft 6044 rotates, all synchronous pulleys 6045 rotate through the transmission between the synchronous pulleys 6045 and the drive belt 6046.

[0030] The forward threaded rod 6047 is fixedly installed at the bottom of the synchronous pulley 6045; a first lifting plate 6048 is fixedly installed at both ends of the top of each feed baffle 600, and a first nut 6049 is fixedly installed on the first lifting plate 6048, and the first nut 6049 is threadedly connected to the forward threaded rod 6047.

[0031] The collection container 605 is located at the bottom of the auxiliary drive assembly 604. An inclined concealment groove is formed on the upper surface of the tamping hammer 4, and the collection container 605 is located inside the inclined concealment groove. The inclined concealment groove provides a concealed space for the collection container 605, so as to avoid the collection container 605 interfering with the tamping work of the tamping hammer 4, while ensuring that the collection container 605 can smoothly receive the waste soil and gravel that slides off the feed baffle 600.

[0032] The reverse threaded rod 6050 is fixedly installed at the bottom of the forward threaded rod 6047; multiple second lifting plates 6051 are fixedly connected to the collection container 605; a second nut 6052 is fixedly installed on the second lifting plate 6051, and the second nut 6052 is threadedly connected to the reverse threaded rod 6050.

[0033] When it is necessary to reinforce a liquefied foundation with dynamic compaction, the operator first starts the loader 1 and moves it to the designated compaction area. Then, by controlling the extension and retraction of the hydraulic lifting rod 5, the lifting frame 3 and the compaction hammer 4 below it are adjusted to an appropriate height. At this time, the compaction hammer 4 is ready to carry out the compaction operation. During the compaction process, the compaction hammer 4 is subjected to strong vibration and impact force, which liquefies and compacts the foundation soil. During the compaction operation, The waste collection unit 60 starts working, and the soil will accumulate between the compaction hammer 4 and the fixed fin plate 602. As the soil accumulates, the dual-shaft independent motor 603 is started, driving the first transmission shaft 6043 to rotate, which in turn drives all the forward threaded rods 6047 to rotate synchronously through the second transmission shaft 6044. As the forward threaded rods 6047 rotate, the first nut 6049 drives the first lifting plate 6048 and the feed baffle 600 to slide up and down along the lifting frame 3, and the reverse threaded rod 6050 rotates with the rotation of the forward threaded rods 6047, controlling the second lifting plate 6051 to descend, further lowering the collection container 605 into the inclined concealment trough. At this time, with the vibration of the compaction hammer 4, the waste soil and gravel enter the collection container 605 from the opening of the feed baffle 600.

[0034] As the compaction work continues, the amount of waste soil and gravel in the collection container 605 gradually increases. When the preset capacity is reached, the reverse drive rotates the forward threaded rod 6047, causing the feed baffle 600 to descend and return to its original position. The reverse threaded rod 6050 also rotates in the opposite direction, removing the collection container 605 from the inclined concealed groove 2106 and raising it below the conveying shell 6010 to dock with it. During the accumulation process, the other shaft of the dual-shaft independent motor 603 is started, which drives the feeding screw 6011 to rotate, and inputs the waste soil or gravel into the conveying shell 6010. This process is repeated to collect the waste soil and gravel. When the waste soil and gravel rise to the top of the conveying shell 6010, they are discharged from the discharge pipe 6012.

[0035] The crushing and storage unit 61 is located outside the lifting frame 3. The crushing and storage unit 61 is used to store and crush the waste soil and gravel collected by the waste soil collection unit 60, and process them into granular materials for foundation reinforcement.

[0036] The crushing and storage unit 61 includes a processing shell 610, a fixed hanging plate 611, a crushing roller 612, an outer shaft 613, an inner shaft 614, a first bevel gear 615, a second bevel gear 616, a crushing drive motor 617, a discharge pipe 618, and a control valve 619.

[0037] A fixed hanging plate 611 is fixedly installed on the top of the processing housing 610, and the fixed hanging plate 611 is provided with a rectangular opening. A material-gathering baffle 622 is provided inside the processing housing 610, which is used to gather waste soil and gravel inward.

[0038] Roller 612 is fixedly installed on both the outer shaft 613 and the inner shaft 614. The roller 612 has teeth on its surface. When the two rollers 612 rotate relative to each other, the teeth crush the waste soil and gravel.

[0039] A crushing drive motor 617 is fixedly installed inside the processing housing 610. The crushing drive motor 617 drives the outer shaft 613 and the inner shaft 614 to rotate. Specifically, the output end of the crushing drive motor 617 is fixedly connected to the outer shaft 613 via a coupling. A first spur gear 620 is fixedly installed on the outer shaft 613, and a second spur gear 621 is fixedly installed on the inner shaft 614. The first spur gear 620 and the second spur gear 621 are meshed together. When the crushing drive motor 617 drives the outer shaft 613 to rotate, the inner shaft 614 is driven to rotate through the meshing transmission of the first spur gear 620 and the second spur gear 621.

[0040] A first bevel gear 615 and a second bevel gear 616 are fixedly installed at both ends of the outer shaft 613, and a first bevel gear 615 and a second bevel gear 616 are also fixedly installed at both ends of the inner shaft 614, with the corresponding first bevel gears 615 and second bevel gears 616 meshing together. Through the meshing transmission of the first bevel gears 615 and second bevel gears 616, all outer shafts 613 and inner shafts 614 rotate.

[0041] There are four outer shafts 613 and four inner shafts 614. The four outer shafts 613 are arranged in a rectangular shape, and the four inner shafts 614 are located inside the four outer shafts 613.

[0042] Multiple discharge pipes 618 are provided at the bottom of the processing shell 610, and control valves 619 are installed inside the discharge pipes 618. When the control valves 619 are opened, waste soil and crushed stone particles can flow out from the discharge pipes 618, which facilitates subsequent operations by construction personnel.

[0043] After the soil and gravel are discharged from the discharge pipe 6012, they first pass through the compaction roller 612. Before crushing, the crushing drive motor 617 is started, driving the outer shaft 613 to rotate. The meshing transmission of the first spur gear 620 and the second spur gear 621 drives the inner shaft 614 to rotate synchronously. At this time, the outer shaft 613 and the inner shaft 614 drive the compaction roller 612 to begin crushing the soil and gravel, converting them into granular materials that can be used for foundation reinforcement. As the amount of granular material gradually increases, after the processing shell 610 is full, the control valve 619 can be opened to allow the granular material to be discharged from the discharge pipe 618. The material is then guided to the compaction zone for layered backfilling through external pipelines.

[0044] The above embodiments are merely illustrative of the concept and implementation of the present invention and are not intended to limit it. Under the concept of the present invention, technical solutions without substantial changes are still within the scope of protection.

Claims

1. A device for strengthening liquefied foundations through dynamic compaction, characterized in that: Includes a loader (1), a fixed frame (2), a lifting frame (3), a tamping hammer (4), and a hydraulic lifting rod (5); The fixed frame (2) is fixedly installed on one side of the loader (1), and the lifting frame (3) is slidably installed inside the fixed frame (2); the tamping hammer (4) is installed at the bottom of the lifting frame (3); one end of the hydraulic lifting rod (5) is installed on the fixed frame (2), and the other end of the hydraulic lifting rod (5) is installed on the lifting frame (3). When the hydraulic lifting rod (5) is raised or lowered, it drives the lifting frame (3) to slide vertically along the fixed frame (2); A waste soil recycling mechanism (6) is provided on the lifting frame (3). The waste soil recycling mechanism (6) includes a waste soil collection unit (60) and a crushing and storage unit (61). The waste soil collection unit (60) is located inside the lifting frame (3) and is used to collect waste soil and gravel generated during the compaction process. The crushing and storage unit (61) is located outside the lifting frame (3) and is used to store and crush the waste soil and gravel collected by the waste soil collection unit (60) and process them into granular materials for foundation reinforcement. The waste soil collection unit (60) includes a feed baffle (600), a conveying assembly (601), a fixed fin plate (602), a dual-shaft independent motor (603), an auxiliary drive assembly (604), and a collection container (605). Multiple feed baffles (600) are spliced ​​together to form a material blocking space, and the conveying assembly (601) is located in the material blocking space. The dual-shaft independent motor (603) is fixedly installed on the top of the conveying assembly (601) and is used to drive the conveying assembly (601) and the auxiliary drive assembly (604). The auxiliary drive assembly (604) is used to drive multiple feed baffles (600) to move synchronously. The collection container (605) is installed at the bottom of the auxiliary drive assembly (604), and the tamping hammer (4) and the lifting frame (3) are fixedly connected through the fixed fin plate (602). The auxiliary drive assembly (604) includes a forward threaded rod (6047), a first lifting plate (6048), a first nut (6049), a reverse threaded rod (6050), a second lifting plate (6051), and a second nut (6052). A first lifting plate (6048) is provided at both ends of the top of each feed baffle (600). A first nut (6049) is provided on the first lifting plate (6048), and the first nut (6049) is threadedly connected to the forward threaded rod (6047). The reverse threaded rod (6050) is fixedly provided at the bottom of the forward threaded rod (6047). Multiple second lifting plates (6051) are fixedly connected to the collection container (605). A second nut (6052) is provided on the second lifting plate (6051), and the second nut (6052) is threadedly connected to the reverse threaded rod (6050).

2. The high-vibration liquefaction foundation dynamic compaction reinforcement device according to claim 1, characterized in that: The material conveying assembly (601) includes a material conveying shell (6010), a feeding screw (6011), and a discharge pipe (6012). The material conveying shell (6010) is fixedly installed inside the lifting frame (3). The feeding screw (6011) is rotatably installed inside the material conveying shell (6010). The top of the feeding screw (6011) is poweredly connected to the first output end of the dual-axis independent motor (603). Multiple discharge pipes (6012) are provided on the material conveying shell (6010). One end of the discharge pipe (6012) is located inside the material conveying shell (6010). The material conveyed upward by the feeding screw (6011) is discharged outward through the discharge pipe (6012).

3. The high-vibration liquefaction foundation dynamic compaction reinforcement device according to claim 2, characterized in that: The auxiliary drive assembly (604) further includes a drive gear (6041), a driven gear (6042), a first drive shaft (6043), a second drive shaft (6044), a synchronous pulley (6045), and a transmission belt (6046). One end of the first drive shaft (6043) is poweredly connected to the second output end of the dual-shaft independent motor (603). The drive gear (6041) is fixedly installed at the other end of the first drive shaft (6043). The driven gear (6042) is fixedly installed at one end of the second drive shaft (6044), and the drive gear (6041) and the driven gear (6042) are meshed together. The other end of the second drive shaft (6044) is fixedly connected to one of the synchronous pulleys (6045). Two adjacent synchronous pulleys (6045) are poweredly connected through the transmission belt (6046). The positive threaded rod (6047) is fixedly installed at the bottom of the synchronous pulley (6045).

4. The high-vibration liquefaction foundation dynamic compaction reinforcement device according to claim 3, characterized in that: A support plate (6053) is fixedly installed on the material conveying housing (6010), and the second transmission shaft (6044) is rotatably installed on the support plate (6053).

5. The high-vibration liquefaction foundation dynamic compaction reinforcement device according to claim 1, 2 or 4, characterized in that: The crushing and storage unit (61) includes a processing shell (610), a fixed hanging plate (611), a crushing roller (612), an outer shaft (613), an inner shaft (614), a first bevel gear (615), a second bevel gear (616), a crushing drive motor (617), a discharge pipe (618), and a control valve (619). The fixed hanging plate (611) is located on the top of the processing shell (610). The crushing roller (612) is fixedly mounted on both the outer shaft (613) and the inner shaft (614). The first bevel gear (612) is fixedly mounted at both ends of the outer shaft (613). The first bevel gear (615) and the second bevel gear (616) are also fixedly installed at both ends of the inner shaft (614), and the corresponding first bevel gear (615) and second bevel gear (616) are meshed and connected; the crushing drive motor (617) is fixedly installed inside the processing housing (610), and the crushing drive motor (617) is used to drive the outer shaft (613) and the inner shaft (614) to rotate; a plurality of discharge pipes (618) are provided at the bottom of the processing housing (610), and the control valve (619) is provided in the discharge pipe (618).

6. The high-vibration liquefaction foundation dynamic compaction reinforcement device according to claim 5, characterized in that: A first spur gear (620) is fixedly mounted on the outer shaft (613), and a second spur gear (621) is fixedly mounted on the inner shaft (614). The first spur gear (620) and the second spur gear (621) are meshed together.

7. The high-vibration liquefaction foundation dynamic compaction reinforcement device according to claim 5, characterized in that: A material-gathering baffle (622) is provided inside the processing housing (610) for gathering materials inward.

8. The high-vibration liquefaction foundation dynamic compaction reinforcement device according to claim 5, characterized in that: The fixed hanging plate (611) is provided with a rectangular opening.

9. The high-vibration liquefaction foundation dynamic compaction reinforcement device according to claim 7, characterized in that: The outer shaft (613) and the inner shaft (614) are each provided with four shafts. The four outer shafts (613) are arranged in a rectangular shape, and the four inner shafts (614) are located inside the four outer shafts (613).

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